Monash University
Browse

Embargoed and Restricted Access

Reason: Under embargo until 31 March 2023. After this date a copy can be supplied under Section 51(2) of the Australian Copyright Act 1968 by submitting a document delivery request through your library, or by emailing document.delivery@monash.edu

A cohesive-frictional constitutive model for cemented sand based on in-situ X-Ray computed tomography

thesis
posted on 2022-03-09, 03:41 authored by CHANAKA UDAYAKANTHA SENANAYAKE SENANAYAKE MUDIYANSELAGE
Cement stabilization is used to improve weak soils that support civil infrastructures. The mechanical behaviour of improved soils has been extensively investigated in the laboratory using conventional equipment. However, our knowledge of micro-mechanical behaviour of cemented sands are limited. This project investigated the mechanical behaviour cemented sand using in-situ X-Ray computed tomography. Small-scale experiments on cement bonds and cemented sand under pure shear, tension, compression and triaxial loading were conducted. Finally, a new cohesive-frictional constitutive model for cemented sand was developed based on experimental results and validated for triaxial loading conditions with improved predictions of mechanical behaviour and failure mechanisms.

History

Principal supervisor

Asadul Haque

Year of Award

2022

Department, School or Centre

Civil Engineering

Course

Doctor of Philosophy

Degree Type

DOCTORATE

Faculty

Faculty of Engineering

Usage metrics

    Faculty of Engineering Theses

    Exports

    RefWorks
    BibTeX
    Ref. manager
    Endnote
    DataCite
    NLM
    DC